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contributor authorArnold D. Kerr
contributor authorDouglas W. Coffin
date accessioned2017-05-08T23:31:57Z
date available2017-05-08T23:31:57Z
date copyrightMarch, 1990
date issued1990
identifier issn0021-8936
identifier otherJAMCAV-26318#128_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106518
description abstractA horizontal clamped plate is subjected to the weight of a liquid above it. When the free surface of the liquid coalesces with the plane of the undeformed upper surface of the plate, according to the classical theory of plates (which results in an eigen-value problem), nonzero deflections will exist only for discrete values of the ratio γ/D ; where γ is the specific weight of the liquid and D is the flexural stiffness of the plate. The purpose of this paper is to clarify this apparently unreasonble result. It is shown, using a nonlinear analysis, that problems of this type exhibit a bifurcation point from the undeformed state and that the eigenvalues of the linear analysis determine merely the bifurcation points. Thus, for problems of this type, a linear formulation is not suitable. Because of its analytical simplicity, at first, the membrane strip is analyzed in detail. This is followed by the analysis of the plate.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn Membrane and Plate Problems for Which the Linear Theories are Not Admissible
typeJournal Paper
journal volume57
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2888292
journal fristpage128
journal lastpage133
identifier eissn1528-9036
keywordsMembranes
keywordsEigenvalues
keywordsWeight (Mass)
keywordsBifurcation
keywordsDeflection
keywordsPlates (structures)
keywordsStiffness AND Strips
treeJournal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001
contenttypeFulltext


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